Li Shuangxi, Dang Zimin, Jiang Chunmeng, Xia Xinguang
College of Hydraulic and Civil Engineering, Xinjiang Agricultural University, Urumqi 830052, China.
Xinjiang Key Laboratory of Hydraulic Engineering Security and Water Disasters Prevention, Urumqi 830052, China.
Materials (Basel). 2024 Aug 1;17(15):3798. doi: 10.3390/ma17153798.
Based on mortar composites with a low water-cement ratio, the effects of hybrid aramid fiber (AF), calcium sulfate whisker (CSW), and basalt fiber (BF) on their mechanical properties and wear resistance were studied, and the correlation between wear resistance and compressive strength are discussed. A microstructure analysis was conducted through scanning electron microscopy (SEM) and the nitrogen-adsorption method (BET). The research results show that compared with the control group, the compressive strength, flexural strength, and wear resistance of the hybrid AF, CSW, and BF mortar composites with a low water-cement ratio increased by up to 33.6%, 32%, and 40.8%, respectively; there is a certain linear trend between wear resistance and compressive strength, but the discreteness is large. The microstructure analysis shows that CSW, AF, and BF mainly dissipate energy through bonding, friction, mechanical interlocking with the mortar matrix, and their own pull out and fracture, thereby enhancing and toughening the mortar. A single doping of CSW and co-doping of CSW and AF can refine the pore structure of the mortar, making the mortar structure more compact.
基于低水灰比的砂浆复合材料,研究了混杂芳纶纤维(AF)、硫酸钙晶须(CSW)和玄武岩纤维(BF)对其力学性能和耐磨性的影响,并探讨了耐磨性与抗压强度之间的相关性。通过扫描电子显微镜(SEM)和氮吸附法(BET)进行微观结构分析。研究结果表明,与对照组相比,低水灰比的混杂AF、CSW和BF砂浆复合材料的抗压强度、抗折强度和耐磨性分别提高了33.6%、32%和40.8%;耐磨性与抗压强度之间存在一定的线性趋势,但离散性较大。微观结构分析表明,CSW、AF和BF主要通过与砂浆基体的粘结、摩擦、机械联锁以及自身的拔出和断裂来耗散能量,从而增强和增韧砂浆。单一掺杂CSW以及CSW与AF的共掺杂可以细化砂浆的孔结构,使砂浆结构更加致密